Methods for Determination of Safe Yield and Compensation Water from Storage Reservoirs PDF Download
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Author: Leo R. Beard
Publisher:
ISBN:
Category : Reservoirs
Languages : en
Pages : 22
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Author: Leo R. Beard
Publisher:
ISBN:
Category : Reservoirs
Languages : en
Pages : 22
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Author: Augustine J. Fredrich
Publisher:
ISBN:
Category : Reservoirs
Languages : en
Pages : 38
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Author: Robert C. MacArthur
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ISBN:
Category : Sediment transport
Languages : en
Pages : 14
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This paper summarizes the procedures used for computing the basinwide annual yields and single event sediment production for ephemeral channels located on an incised alluvial fan in Central California. Unique geomorphic characteristics of the basin and alluvial fan are discussed in light of data and analytical methods necessary to compute sediment delivery and yield at a proposed dam site.
Author:
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Category : HEC-5 (Computer program)
Languages : en
Pages : 760
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Author: Richard J. Hayes
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ISBN:
Category : Computer simulation
Languages : en
Pages : 22
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The Corps' Hydrologic Engineering Center (HEC) has developed a generalized simulation model capable of analyzing complex river-reservoir systems. The development of the model, 'HEC-5, Simulation of Flood Control and Conservation Systems' (Eichert, 1974, 1975) has been paced by the changing mission of the Corps as well as the evolution of computer systems. HEC-5 development and management, including code development, testing, documentation, training and field application experience, is discussed. (fr).
Author: Richard J. Hayes
Publisher:
ISBN:
Category : Flood control
Languages : en
Pages : 14
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This paper overviews the general features of computer program 'HEC-5, Simulation of Flood Control and Conservation Systems', with emphasis on the capabilities of the most recent release of HEC-5, Version 7.2, dated March 1991. HEC-5 can simulate the essential features and operation goals and constraints of simple or complex systems with simulation intervals ranging from minutes to one month. Single event flood analysis and period of record conservation analysis may be accomplished with the model. Flood control analysis includes balanced system operation for downstream damage centers with consideration of forecasted local flows and hydrologic routing. In addition, induced surcharge operation based on spillway gate regulation schedules can be simulated. Hydropower analysis may include run-of-river, peaking, and pumped storage plants as well as system power operation. Water supply simulation can include reservoir and downstream flow requirements in addition to divers ions and return flows. Water Quality analysis can include simulation of temperature, dissolved oxygen, up to three conservative and up to three nonconservative constituents. Computer Programs, Simulation, Reservoirs, Flood Control, Reservoir Yield, Hydroelectric Power, Water Supply, Water Quality.
Author: Darryl W. Davis
Publisher:
ISBN:
Category : Reservoirs
Languages : en
Pages : 24
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Author: Leo R. Beard
Publisher:
ISBN:
Category : Stream measurements
Languages : en
Pages : 24
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Author: George F. McMahon
Publisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 38
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The Richard B. Russell Dam and Lake Project is presently under construction and is being placed in tandem between Hartwell and Clark Hill, two existing multipurpose hydropower plants on the Savannah River. System operational simulations were performed in support of a feasibility study for the installation of pump turbines at Russell, using a version of the Corps of Engineers HEC-5C computer program modified for system power and pumped storage. Information developed from the simulations include system hydropower production, pumping energy requirements, daily reservoir pool fluctuations, and reservoir elevation statistics. This information was useful in judging the effects of the addition of pumped storage on system hydropower production and reservoir recreation useability, as well as in ascertaining efficient system operational methods. (Author).
Author: Richard J. Hayes
Publisher:
ISBN:
Category : Reservoirs
Languages : en
Pages : 22
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